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| 钢管轻骨料混凝土中长柱的极限承载力分析 | |
| 引用本文： | 蒋志超,郑璇,贾宝.钢管轻骨料混凝土中长柱的极限承载力分析[J].山西建筑,2009,35(16). |
| 作者姓名： | 蒋志超 郑璇 贾宝 |
| 作者单位： | 1. 陕西建工集团总公司,陕西,西安,710003 2. 陕西省建筑设计研究院有限责任公司,陕西,西安,710003 3. 西北勘测设计研究院,陕西,西安,710043 |
| 摘 要： | 按照弹性模量理论推导出钢管轻骨料混凝土中长柱的稳定系数，建立了钢管轻骨料混凝土中长柱的极限承载力公式。结果表明：通过b值的改变，计算得出的承载力值也随之发生变化，并和文献中的实验数据进行了比较，吻合良好。 |
| 关 键 词： | 钢管轻骨料混凝土 中长柱 极限承载力 双剪统一强度理论 |
The ultimate bearing capacity analysis of long column in steel pipe lightweight aggregate concrete |
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| JIANG Zhi-chao,ZHENG Xuan,JIA Bao.The ultimate bearing capacity analysis of long column in steel pipe lightweight aggregate concrete[J].Shanxi Architecture,2009,35(16). | |
| Authors: | JIANG Zhi-chao ZHENG Xuan JIA Bao |
| Abstract: | The long column stability coefficient of steel pipe lightweight aggregate concrete was deduced according to elastic ration theory,and the ultimate bearing capacity formula of long column in steel pipe lightweight aggregate concrete was built.The results indicated that the calculated bearing capacity changed with b value alternation,which was in good agreement with experimental data in references. |
| Keywords: | steel pipe lightweight aggregate concrete long column ultimate bearing capacity double shear uniform intensity theory |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |